POPEYES
Structural
- Mar 15, 2019
- 28
I understand that the RCS specification defines snug tight as "the condition that exists when all of the plies in a connection have been pulled into firm contact by the bolts in the joint and all of the bolts in the joint have been tightened sufficiently to prevent the removal of the nuts without the use of a wrench."
For analysis purposes is there a generally acceptable method of converting this to a torque? I've seen a value of 150 ft*lbs be used in some places.
For analysis purposes is there a generally acceptable method of converting this to a torque? I've seen a value of 150 ft*lbs be used in some places.